alluvial fan science potential kelin x. whipple and kelli wakefield school of earth and space...
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![Page 1: Alluvial Fan Science Potential Kelin X. Whipple and Kelli Wakefield School of Earth and Space Exploration Arizona State University](https://reader035.vdocuments.mx/reader035/viewer/2022062217/56649d3b5503460f94a16464/html5/thumbnails/1.jpg)
Alluvial Fan Science Alluvial Fan Science PotentialPotential
Kelin X. Whipple and Kelli WakefieldKelin X. Whipple and Kelli Wakefield
School of Earth and Space School of Earth and Space ExplorationExploration
Arizona State UniversityArizona State University
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Holden CraterHolden Crater
from Moore and Howard (2005)
Bajada: Apron of Bajada: Apron of Coalescing Coalescing
Alluvial Fans Alluvial Fans
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Common Common Elevation Elevation Alluvial Alluvial
Fan Fan Margins Margins
(~2000m)(~2000m)::
Top LTLD Top LTLD
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Bajada Traverse: Scientific BonusBajada Traverse: Scientific BonusDiversity, Context, Clay Source?, Diversity, Context, Clay Source?,
Depositional Environment through Time, Depositional Environment through Time,
Duration Wet ConditionsDuration Wet Conditions
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Science Value: Bajada Science Value: Bajada TraverseTraverse
Source-Area (Crater Wall) Materials Source-Area (Crater Wall) Materials Lithology, Mineralogy (clast/matrix), WeatheringLithology, Mineralogy (clast/matrix), Weathering
Context for LTLDContext for LTLD Depositional Environment (relation to LTLD)Depositional Environment (relation to LTLD) Paleoclimatic Conditions (hydraulics, Paleoclimatic Conditions (hydraulics,
weathering)weathering) Plausible Water Source(s)Plausible Water Source(s) Duration of Active Sediment TransportDuration of Active Sediment Transport
Depositional ProcessDepositional Process Mudflow / Debris Flow – composition (water Mudflow / Debris Flow – composition (water
content)content) Other Mass Flow?Other Mass Flow? Fluvial (gravel – boulder) – flow depth, grain sizeFluvial (gravel – boulder) – flow depth, grain size Fluvial (sand – granule)Fluvial (sand – granule) Intermittency?Intermittency?
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Relation to LTLDRelation to LTLDLayers exposed in every Layers exposed in every
fresh crater fresh crater Layers exposed in every Layers exposed in every
channel ridgechannel ridgeContact/transition Contact/transition
exposed in cliffs (see exposed in cliffs (see Full Res HiRise)?Full Res HiRise)?
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Fans Common in Fans Common in CratersCraters
Late Noachian, Late Noachian, Widespread within Widespread within Latitudinal BandLatitudinal Band
Excellent Excellent Context: Context:
Understand LTLD in Understand LTLD in GeneralGeneral
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Fluvial Fans Best Fluvial Fans Best AnalogAnalog
But Mixed Stream But Mixed Stream and Mudflow Fans and Mudflow Fans Can be Less SteepCan be Less Steep
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2uC fb rfC 2/1
ghSb
ncssq )(
DgDq
q ss R
gDb
R
sR
Flow and Sediment Transport RelationsFlow and Sediment Transport Relations
Constraining Constraining Environmental Environmental
Conditions (Fluvial Fans)Conditions (Fluvial Fans)
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Sandy Sandy channels channels
Gravel Gravel channels channels
c
Expanding Expanding Flow Flow
c 3.1
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12/3/12
)(]})ˆ11
[({ rDgD
Q
rDgD
rQS w
rcnso
s
RR
w
so
s
r
Q
QS
R32 S
Q
Q
w
so
3
2
Expanding Flow Model Expanding Flow Model (bedload) Parker et al. (bedload) Parker et al.
(1998)(1998)
Reduce: n = 3/2 (bedload); Reduce: n = 3/2 (bedload); c
Terrestrial Fans (Stock et al., 2008), Terrestrial Fans (Stock et al., 2008), Experimental Fans Experimental Fans
No Dependence on g, D, or Flow No Dependence on g, D, or Flow Width! Width!
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)
ˆ1()(
22/3112/1
w
sonc
brbsc Q
rQS
R
R
w
so
wsc
r
Q
Q
cS
132
R
42 c 1.0wc
S
Q
QS
w
so
3
2
3
1
3
2
5
1
Equilibrium Channel Model Equilibrium Channel Model (bedload)(bedload)
Reduce: n = 3/2 (bedload); Critical Stress Reduce: n = 3/2 (bedload); Critical Stress DominantDominant
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w
so
sc
r
Q
QS
1
32R 2 5.1c
S
Q
Q
w
so
3
23
Equilibrium Channel Model Equilibrium Channel Model (suspended load, n = 5/2)(suspended load, n = 5/2)
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w
f
w
so
V
V
Q
Q
Required Water Volume Required Water Volume (Fluvial)(Fluvial)
SQ
QS
w
so 27
1 S
Q
Q
w
so
3
2
so
wfw Q
QVV
Required Water Volume Required Water Volume (Mudflow)(Mudflow)
45.1 w
so
Q
Q ~40x ~40x Less!Less!
1
w
sofw QQ
VV
15-15-250(50)250(50)VVff
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fC
ghSu uhwQw
ww
soso Q
Q
so
f
Q
VT
w
f
w
f
QS
VT
QS
V7
21
Water Volume -> Formation Water Volume -> Formation TimeTime
w
w
Q
VT
~10’s – 1000 years minimum ~10’s – 1000 years minimum (200 – 20000) [5% (200 – 20000) [5%
intermittency]intermittency]
Weakest Weakest linklink
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Relation to LTLDRelation to LTLDLayers exposed in every Layers exposed in every
fresh crater fresh crater Layers exposed in every Layers exposed in every
channel ridgechannel ridgeContact/transition Contact/transition
exposed in cliffs (see exposed in cliffs (see Full Res HiRise)?Full Res HiRise)?
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Calculation of QCalculation of Qww
Empirical method by Irwin et al. Empirical method by Irwin et al. (2005)(2005) Q Q 22= 1.9= 1.9ww1.221.22
Correction for Mars: multiply by factor Correction for Mars: multiply by factor of of
0.76 (1.250.76 (1.25-1.22-1.22) to account for lower ) to account for lower velocity on Mars for same dischargevelocity on Mars for same discharge
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0.00
0.04
0.08
0.12
0.16
0.0 0.5 1.0 1.5
Norm. Distance (r/L)
Norm
. Ele
vation (z/
L)
0.016
0.033
0.063
0.016
0.033
0.063
Qso/Qw
0.00
0.04
0.08
0.0 0.5 1.0 1.5
Norm. Distance (r/L)
Norm
. Ele
vation (z/
L)
0.016
0.033
0.063
0.016
0.033
0.063
Qso/Qw
Suspension-Dominated SandBedload-Dominated Sand
Straight to Concave Profiles Convexo-Concave Profiles
Lines are Theoretical Prediction (no tuning of parameters)
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Bedload-Dominated Sand Experiments
Vary Qw
Lines are Theoretical Prediction (no tuning of parameters)
0.00
0.04
0.08
0.12
0.16
0.00 0.02 0.04 0.06 0.08 0.10
Qso/Qw
Slo
pe
Qw, 270 um
160 um
270 um
460 um
550 um
Qw, 550 um